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GRIEF RD over NEWTON'S CREEK

Map 

Coordinates:
+37.17858, -88.87283
37°10'43" N, 88°52'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRIEF RD over NEWTON'S CREEK
Structure number:073C00067N
Location:300'EAST- 5351
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:53.2 ft. [16.2 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:298 [as of 2006]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.6 tons [67.8 metric tons]
Inventory rating:44.7 tons [40.6 metric tons]
Sufficiency rating:82.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201582.9Not deficientGoodGoodGood298
September 201382.9Not deficientGoodGoodGood298
September 201182.9Not deficientGoodGoodGood298
September 200981.9Not deficientGoodGoodGood298
August 200781.9Not deficientGoodVery GoodVery Good306
August 200586.4Not deficientGoodVery GoodVery Good200